| 泉州浦西万达广场超高层住宅设计 |
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| 引用本文： | 林清.泉州浦西万达广场超高层住宅设计[J].福建建筑,2013(11):78-81,77. |
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| 作者姓名： | 林清 |
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| 作者单位： | 福建省建筑设计研究院,福建福州350001 |
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| 摘 要： | 本文结合工程实例，介绍在超限高层设计中，对高度及高宽比超限在设计中应注意的要点，采用PKPMPMSAPMIDASBUILDING对结构抗震进行对比分析，同时采用EPDA进行结构的静力弹塑性分析，了解结构的薄弱位置，判定结构在地震作用下能否达到预期的性能目标。希望对同类工程具有一定的参考价值和指导意义。
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| 关 键 词： | 超限高层 超高结构 高宽比 静力弹塑性分析 |
Structural design of Quanzhou PuXi Wanda High - rise residential buildings |
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| LIN Qing.Structural design of Quanzhou PuXi Wanda High - rise residential buildings[J].Fujian Architecture & Construction,2013(11):78-81,77. |
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| Authors: | LIN Qing |
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| Affiliation: | LIN Qing ( Fujian provincial institute of architecture design and research, Fuzhou 350001 ) |
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| Abstract: | This paper presents the keypeims for the structural design of super high -rise. Seismic analysis are conducted to evaluate to structural behavior of the building by using PKPM, PMSP and MIDAS BUILDING.. Pushover analysis judge the weak parts of the structure by EPDA. Determination of the structure under earthquake action can achieve the desired performance goals. And the experience from the project has the certain reference value and significance in the engineering analysis. |
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| Keywords: | High - rise Residential Buildings Super high rise buildings Depth - thickness ratio Pushover analysis |
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